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septic design-general approval
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780 Lakeview Parkway - 06-117-23-43-0021
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septic design-general approval
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Last modified
8/22/2023 5:29:14 PM
Creation date
4/24/2017 2:03:03 PM
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x Address Old
House Number
780
Street Name
Lakeview
Street Type
Parkway
Address
780 Lakeview Pkwy
Document Type
Septic
PIN
0611723430021
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, <br /> Instaiter Summary <br /> 2250 galton Septic tank(minimum) Tank optionsc none <br /> ���targer canK wiin mu�upie cornpi tan�u <br /> 1300 gallon Dose tank(minimum) at 25.49 gpi <br /> 36 GPM C� t9 ft. of head, Pump required <br /> 7.9 inch swing on Demand float whith translates to roughly 5.0 inches of float tether length <br /> if time dosing is required-•> 5.6 minutes ON time& �9 hours OFF time <br /> 20 inches from bottom of tank to"pump ON"float, or 12 inches to"timer ON"float <br /> 23 inches from bottom of Lank to"Hi Levet Alarm"ar 33 inches to'Hi level atarm"if time dosed <br /> 85 ft. of 2.0 inch supply line with end feed manifold connection <br /> (Tip: "top feed"manifotd to controt drainback) <br /> 14 inch, or 1.2 ft. Sand Lift Mound <br /> 10.0 ft. wide by 63.0 ft. long Rock bed <br /> 3 laterals 2.00 inch diameter 61.0 ft. tong 3.0 ft. lateral spacing <br /> 7/32 inch perfs 3.0 ft. perforation spacing <br /> No Effluent filter ft atarm <br /> 3 ctean out 8 valve box assemblies <br /> 27.0 ft.Totat sand ABSORPTION width {minimum) <br /> 0.0 ft. upslope and sideslope (sand beyond rockbed, minimum) <br /> 17.0 ft. Downslope (sand beyond rockbed, minimum) <br /> Specific slope ratios give BERM widths(topsoit beyond rockbed)of: <br /> 4:1 upslope ratio 9 ft. upslope berm <br /> 3:1 sidestope 13 ft. sideslope berms <br /> 3:1 downslope 21 ft. downslope berm <br /> 4" inspettion pipe <br /> 18" cover on top <br /> 0 <br /> U t berm Downslo berm 21 <br /> 12" cove�on sides <br /> (6�]oe�tY caP 6�6"tcI�soil� <br /> 1.2 Clean sand lift <br /> _ __ 1�8 Depth to Limitin� <br /> L.im iting Conditfon " ————________4 <br /> Ab50r tiol"►Width 27.0 ______ ______ _--—- <br /> Note: <br /> For 0 to 19b slopes, Ab�ptlon W/dth is measured from the Be�dequatty in both directions. <br /> For slopes >i9�, ,4bsorptfan N9dth is measured downhill fram the upstope edge of the Bea! <br /> Rak Bed: 21.0 yd3 or`1.4= 29 ton b inches under pipe <br /> Mound Sand: 164 yd3 or•1.4= 22g ton caltulation based on 3:1/4:1 slope from top of rockbe� <br /> Loamy Cap: 68 yd;or'1.4= 95 ton 6"deep <br /> Topsoil: 80 yd3 or`1.4= 112 ton 6"deep <br />
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